Pile Foundation Design Through the Increased Bearing Capacity of Extended End Pile

• Published in: Journal of Asian architecture and building engineering Vol. 16; no. 2; pp. 395 - 402
• Main Authors: Kim, Seungho, Whang, Seoung-Wook, Kim, Sangyong
• Format: Journal Article
• Language: English
• Published: Tokyo Japan Science and Technology Agency 01-05-2017; Taylor & Francis Group
• Subjects: Bearing capacity; Building construction; end bearing capacity; extended end pile; High rise buildings; High strength; High strength concretes; pile foundation design; pile load test; skin friction force; Soft ground
• ISSN: 1346-7581; 1347-2852
• DOI: 10.3130/jaabe.16.395

Pretensioned spun high strength concrete (PHC) piles are a commonly used type of pile, while approximately 60% of the pile′s strength is only used in the design bearing capacity. Because of the limited support capacities of PHC piles, applying PHC piles to high-rise buildings or soft ground is inefficient. Extended end (EXT) piles are a new type of pile that can reduce the waste of pile strength and increase the ground bearing capacity. This study investigated the behavior of EXT piles through a field test and it was confirmed that the bearing capacity of the EXT pile is better than the PHC pile. The increased bearing capacity of EXT piles also influenced work duration and project cost.